Behaviour of Timber and Steel Fibre Reinforced Concrete Composite Constructions with Screwed Connections

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00221004" target="_blank" >RIV/68407700:21110/14:00221004 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68378297:_____/14:00431797

Výsledek na webu

<a href="http://www.centrumdp.sk/wr/201404/11.pdf" target="_blank" >http://www.centrumdp.sk/wr/201404/11.pdf</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Behaviour of Timber and Steel Fibre Reinforced Concrete Composite Constructions with Screwed Connections

Popis výsledku v původním jazyce

This report describes the experimental work and numerical and analytical modelling of composite constructions consisting of a timber beam, a steel fibre reinforced concrete slab and shear connectors. The main aims of this work are the identification andthe verification of parameters of contact elements that represent the connection, so that they could be used in complex numerical models of whole systems to explore the use of steel fibre reinforced concrete slab with timber beams and investigate the behaviour of the load floor structure using Ansys models. The results obtained in the numerical simulations are compared with the results obtained from push-out tests and the beam test. Six push-out tests and one beam test were conducted to determine the stiffness and the shear bearing capacity of the connection system under the application of steel fibre reinforced concrete. Based on the tests and FE modelling, the analytical model is prepared for the connectors of timber and steel fibre r

Název v anglickém jazyce

Behaviour of Timber and Steel Fibre Reinforced Concrete Composite Constructions with Screwed Connections

Popis výsledku anglicky

This report describes the experimental work and numerical and analytical modelling of composite constructions consisting of a timber beam, a steel fibre reinforced concrete slab and shear connectors. The main aims of this work are the identification andthe verification of parameters of contact elements that represent the connection, so that they could be used in complex numerical models of whole systems to explore the use of steel fibre reinforced concrete slab with timber beams and investigate the behaviour of the load floor structure using Ansys models. The results obtained in the numerical simulations are compared with the results obtained from push-out tests and the beam test. Six push-out tests and one beam test were conducted to determine the stiffness and the shear bearing capacity of the connection system under the application of steel fibre reinforced concrete. Based on the tests and FE modelling, the analytical model is prepared for the connectors of timber and steel fibre r

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2014

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Wood Research

ISSN

1336-4561

e-ISSN

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Svazek periodika

59

Číslo periodika v rámci svazku

4

Stát vydavatele periodika

SK - Slovenská republika

Počet stran výsledku

21

Strana od-do

639-659

Kód UT WoS článku

000343372600011

EID výsledku v databázi Scopus

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